1575 Selva Marina Dr RES19-0163 Beam in GarageA-% r- 1 r r1 A l & 1 /\ T T- /1 _.....
VCIVCMUC L INV 1 CJ
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,
APA AND ASCE7-10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.
7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
ELECTRICAL WORK.
8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT
APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW.
8d = 0.131" x 2-1/2"
10d = 0.148" x 3"
12d = 0.148" x 3-1/4"
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE
FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
EXTERIOR WALL STUD SPACING
0.0 PSF
BRITTLE FINISH
FLEXIBLE FINISH
DEAD LOAD:
WALL HEIGHT (U360)
WALL HEIGHT (U120)
BEARING
CONDITION
STUD SIZE AND GRADE
8 FT
9 FT 10 FT 11 FT 12 FT
8 FT
9 FT
10 FT
11 FT
12 FT
ONE
STORY
2X4 SPF STUD
16
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2X4 NO.2 SPF
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16
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2X6 SPF STUD GRD OR NO.2
16
16 16 16 16
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16
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2X4 NO.2 SPF
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2X6 SPF STUD GRD OR NO.2
16
16 16 16 16
16 1
16
16
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16
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
LIVE LOAD: 20.0 PSF
DEAD LOAD: 7.0 PSF
CEILING:
LIVE LOAD:
0.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
-26.6
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD:
50.0 PSF
WIND LOADS:
WIND SPEED: 130 MPH
EXPOSURE: C
IMPORTANCE: 1.0
BUILDING CATEGORY: II
ENCLOSED BUILDING:
INTERIOR PRESSURE
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
EFFECTIVE
AREA, SF
END ZONES PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
SHEET INDEX
S1.01 GENERAL NOTES/FRAMING PLAN
AND DETAILS
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EXISTING CMU WALLS
3 -PLY 14" LVL WITH (1) L8X4X1/2. SEE SECTION
2X6 PLATE ON BEAD
NEW 3 -PLY 14" LVL
EXISTING GARAGE DOOR
FIRST LEVEL WALL PLAN
1/2" = 1'-0"
OPLACE (2) 2X6 STUD GROUP UNDER BEAM BEARING. FASTEN BEAM
TO STUD GROUP WITH (1) HTS20. FASTEN STUD GROUP TO CMU
WALL WITH as X6, TAPCONS AT 12 O.C.
f,"ISECTION
EXISTING ROOF JOISTS.
FASTEN TO NEW LVL
WITH LUS26.
8X4X1/2. FASTEN TO
VL WITH 2" THROUGH
OLTS AT 24" O.C.
OFFICE COPY
REVIEWED FOR CODE MPLIANCF
CITY OF ATLANTIC EACH
SEE PERMITS FOR ADIJ ITIONAL
REQUIREMENTS AND CC NDITIONS
REVIEWED BY: /, ` D ,1! 301019
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Sheet No.
S1,01